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HomeMy WebLinkAboutBLD2003-1520 - BLD Plot / Site PlansGeneral Notes 1. These notes are general in nature and do not set out all code requirements. It is the responsibility of the Builder to be familiar with the requirements of the codes. 2. All construction to conform to the Uniform Building Code (UBC), local codes, state codes, the Washington State Energy Code, and the Washington State Ventilation Code. 3. All footings to bear on firm, undisturbed soil capable of supporting 1500 psf perm- anently. 4. All footings to be minimum 12" below finish below finish grade for two story areas. 5. All concrete to test 2500 psi in 28 days. 6. Provide anchor bolts with 3/ 16" Bearing Plate Washers © 4'-0" o.c. No less than 2 per each section of mud sill and within 12" of each mud sill end. Conform to the Uniform Building Code. Unless otherwise noted, the following grades of framing lumber shall be used: - 4 x beams shall be No. 2 grade Douglas fir -larch - 6 x beams shall be No. 1 grade Douglas fir -larch - Glu-lam beams shall be comb. 20f, V4 grade (20f, V8 grade if cantilevered) - Floor and roof joists and rafters shall be No. 2 grade hem -fir or Douglas fir -larch - Studs in shear walls and studs connected to holdowns shall be No. 2 Douglas -fir - Studs shall be stud grade or No. 2 hem -fir or Douglas fir -larch 8. Unless otherwise shown, headers over exterior openings and over interior openings in interior bearing walls shall be 4 x 8 No. 2 Douglas fir -larch. 9. All metal connectors shown on the drawings shall be Simpson Strong -tie Connectors, unless otherwise noted. 10. Roof trusses shall be factory engineered for 25 psf snow load and 10 lbs. dead load on the top chord (20 psf if it is a tile roof). Use higher live load values in areas where higher snow loads are anticipated. Legend 3f2 • 3'-0"/ 36" DOOR 30 50 • 3'-0" WIDE x 5'-0" HEIGHT WINDOW U.N.O. a UNLESS NOTED OTHERWISE BI • 48" EXT. BRACING PANEL B2 • 32" EXT_ BRACING PANEL B3 • 48" INT. BRACING PANEL 64 • 32" INT. BRACING PANEL B5 ■ 16" LATERAL RESTRAINT PANEL T -0„ GARAGE/STUDIO WALLS 1'-0" FROM NW 4 NE PROP, LINES PARALLEL TO NW PROP_ LINE 5'-0" SETBACK LINE 62'-O" t ETBACK LINE 40'-0" 12' DECK' 11. The live loads used for this project are 40 psf floor live load and 25 psf snow load. Contact the Architect for loads other than this. 12. All wood in contact with concrete shall be pressure treated. roof 22. All windows shall be horizontal sliders unless otherwise shown. 13. Deck posts, beams, joists and decking shall be pressure treated, all purpose outdoor wood or of naturally rot resistant species. 14. All plywood and oriented strand board (OSB) and application to be in accordance with grade for single story areas and 18" American Plywood Association standards and the Uniform Building Code. 15. Install solid, full depth blocking at all bearing points at joists and rafters. 16. Provide solid fireblocking around tubs and showers. 17. Unless shown otherwise, provide a 30" x 18" crawlspace access. Location as deter- mined by site conditions. 18. Provide 22" x 30" attic access (if applicable) in location indicated or as required by code. 19. Guardrail height shall be 3'-0" high. Handrail height shall be 3'-0". Handrail re- quired on all stairs with four risers or more. Guardrails required on all landings and decks more than 30" above grade. Picket spacing on guardrails to be maximum 4" clear. 20. Stair riser height shall be maximum 8 Treads shall be -minimum 9". Stairway width shall be minimum 36". 21. Chimneys, woodstoves, and fireplaces, and their installation, shall conform to the Uniform Building Code. Provide seismic bracing for chimneys per code. Owner shall provide Contractor with chimney and woodstove specifications and setbacks. 5CIE PLAQ awef) APPROVED MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE CHANGES SUBJECT TO APPROVAL By 57(- i EXIST. GRAVEL / DRIVE EXIST. RAILRO TEES FROM PROP. LINE TO WOUSE WALL HOUSE PARALLEL TO NE PROP, LINE T -0" EXIST. FENCE 219.49' S 53 0 C �� _� ��-K - - Date 165.49 t • 45'-0" SETBACK LINE CATC4-1 BASINS - CONNECT TO DOWNSPOUT COLLECTION L NE - - 121.00' 5 52 i 13'01" E - ON ROOF LINE WALL LINE O - - EXIST RETAINING WALL Sw _ - -_- 5N NEW GRAVEL PATI-4 - - EXIST. RESIDENCE 5M - - WALL LINES EXIST, POWER °7OE 4N.^. _TELLP-4ONE RISER I EXIST_ POWER POLE RE -ROUTED POWER LINE 100 MID EXIST. POUR LINE - - 23. Each Bedroom shall have one egress window or door conforming to the Uniform Building Code. 24. All Windows within a 24" radius of a door, or closer than 18" to the floor, must be safety glass. 25. Provide sheet metal flashing as required for a water tight job. 26. Plumb water heater P&T valve to exterior. 27. Install 110 volt smoke detector with battery backup in each sleeping room, each corridor giving access to sleeping rooms, and one on each level not containing sleeping rooms. Interconnect all smoke detectors. 28. All electrical work shall conform to the National Electrical Code, State of Washing- ton Electrical Code and local codes. 29. Plumbing and mechanical work (heating) shall conform to the national, state, and local codes. 30. All hose bibbs shall have an approved vacuum breaker. 31. Install a 6 mil "visqueen" vapor barrier on the top of the ground in the crawl - space. 32- Caulk, weatherstrip, or gasket around all windows, exterior doors, utility penetrations, etc. to limit air infiltration per Washington State Energy Code. 33. Install insulation deflectors in attic at soffit vents to assure proper ventilation. 101 TO BE RELOCATED _ 8i 99 e7 95 94 e3 9291 9� 9 88 98 e& SW z - 6" • NON-PERF. STORE 1 DRAINAGE LINE 136.8e 52 • 45'59" E - - SW SW I I S'W 100 ,Be allia - '1 EXIST. WATER SERVICE LATERAL TO BE RELOCATED NEW LANDSCAPE WALL 90 95 94 93 92 219,49' S 53 • 322 121.00' S 57o 13` E 86 NOTES: - I WALL LINES I I I LHuse Ff 34. See Compliance Report for Energy Code Information. 35. Heat pumps and furnaces, and their installation, shall conform to the Mechanical Code and the Energy Code. 36. Provide dryer vent to exterior. 37. Owner or Contractor shall supply manufacturer, model number and sizes of heaters or furnace to Building Department. 38. Owner or Contractor shall supply bathroom, utility, and kitchen fan manufacturer and model number to the Building Deportment. 39. Whole house ventilation fan shall be controlled by a timer switch or dehumidifier control with a manual override switch. 40. All exhaust fan ducts shall conform to the Energy Code for diameter, length of run and number of elbows. Insulate to a minimum of R-4. 41. Provide tested outdoor air inlets of minimum of 4 square inch in each living area, sleeping area, cooking area and eating area. Inlets may be integrated with window frames or through -the -wall vents. Indicated on plans as ® 42. The Architect is not responsible for site conditions. This includes soil bearing capacities, slopes, surface or subsurface water conditions or any other surface or subsurface conditions. Buildings are designed with an assumed soil bearing capacity of 1500 psf. Notify Architect of any site deficiencies encountered. -- NEW RAILROAD TIE STEPS SEignitalMIIIMED IMMO OM. 00.2 * EXIST. SEPTIC SYSTEM _ROCK EDGE EXIST. POWER POLE - - 86 85 82 25' 0" SETBACK LINE I 81 83 85 84 I. PROVIDE 4" • PERFORATED FOOTING DRAIN AROUND ENTIRE / HOUSE AND AT NW WALL OF BASEMENT. / 2. PROVIDE 4" • NON -PERFORATED DOWN SPOUT COLLECTION LINE AROUND HOUSE, CONNECT ALL DOWN SPOUTS AND CATCH BASINS_ EXIST. RESERVE SAND BED DRAINgf LD 84 82 81 WATER EXIST, PRIMARY SAND BED DRAINFIELD 368E 5 52 • 45 59" E - / / / / Site Plan W/ Topog. & Utilities Scale: I" = 20'-0" LEGEND 3. CONNECT FOOTING DRAIN LINE 4 DOWN SPOUT COLLECTION LINE TO A 6" • NON -PERFORATED 5TOR1`1 LINE 4 RUN TO DAYLIGHT AT OR NEAR BEAC1-I_ PLANNING DEPARTMENT NOTES: I, THIS PROJECT IS ON THE SKOKOMISH INDIAN RESERVATION (TRUST LAND) 2. TNI5 PROJECT 1-IA5 BEEN DISCUSSED WITH PLANNER RICK MARAZ. 3. ADMINISTRATIVE VARIANCES FOR SETBACKS MAY BE REQUIRED, TI4ERE 15 A STEEP SLOPE ON THE PROPERTY THAT PROHIBITS CONSTRUCTION TO THE SW OF THE DRIVEWAY, 90 Hood Canal APPROX. O4411t1 EXIST_ TOPOG. LINE - NO CkANG3E EXIST. TOPOG_ LINE - TO BE CI-iANGED NEW TOPOG. LINE Dote U, 0 D o A, c U C El N > - Cc L o c Z I-i-. REGISTERED ARCHITECT NT L FOSTER WASHINGTON 431 CI S E cts O U- U a) U tw(Jhctc com 0 (360)426-2926 X u_ '( 360)426-0511 an co 0 a 0 4 .0 0 a -2 O 0 0 T Q) 0 0 y y 01 0 4) t 0 a) U) a)I 0 c 0 0 7 0 O a a) ct